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Technologies) Testbed Traffic Engineering Summary Final Report BDV25-977-67 Effects of Downdrag, for Testing and Assessing Infrastructure Support of Connected Vehicle and Cooperative Highway, Summary Final Report BDV31-977-124 Phase II: Field Load Testing of Shallow Foundations, Corrosion Performance Materials Summary Final Report BEB28 Development of a Test to Quantify Organic, ) Deployment Project Traffic Engineering Summary Final Report BDV31-977-129 MASH Validation Testing
https://www.fdot.gov/research/documents.shtmSS9160000
testing by FM 1-T 283 and the test results indicate it is not required, or the mixture contains hydrated, test result outside the specification limits will require immediate sampling and testing for specification compliance and appropriate action taken. The QC testing and location where the test, shipped to Department projects, samples shall be obtained by the supplier and tested for QC testing, . The Department may sample and test pre-tested cut-back asphalt from the supplier’s storage tank
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss9160000.pdf?sfvrsn=890cc296_03460000.impl
three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design, time. Inform the Engineer at least 48 hours before performing such tests. Perform slump loss testing, samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests, component material. Ensurethechloride test results from the testing lab are submitted to the concrete, producer for each mix design to be tested. Record and certify test results for correction factors
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/3460000.impl.pdf?sfvrsn=3bcfa527_03460000.impl
tested in accordance with FM 5- 578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens from, the Engineer at least 48 hours before performing such tests. Perform slump loss testing of the drilled, sample for compressive strength tests. Record the ambient air temperature during the test. Ensure, of other core samples. Perform surface resistivity tests on the core samples or test cylinders at 28 days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3460000.impl.pdf?sfvrsn=7efddaed_0Section24V2-724
conditions. Use the following criteria to develop the method of testing: a) Test samples must be fabricated and tested at a laboratory certified to perform ASTM C192 and ASTM A944 testing. b) Test samples, Tests The Supplier shall submit test results revealing the bond between the bar reinforcement, is seeking approval. Fabricate at least 3 samples per viscosity tested and 3 control test samples using, testing on the test and control shafts. The shafts shall be uniform in diameter using the same
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section24v2-724.pdf?sfvrsn=560b7fe5_19300000.FHWA
for more than six months after testing will be retested before use, except for the scaling resistance test, three test specimens for each age of all of the hardened tests and each level of mixing, a given test or a given age of test, including tests of freshly mixed concrete, before or during, by such examination without testing. Visually examine all specimens representing a given test at a given age after testing, and should any specimen be found to be manifestly faulty the test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9300000.fhwa.pdf?sfvrsn=306c905e_0SunGuide-SICP-8 2 Final
Requirements to be tested .................................................................... 18 7.3 Test, Requirements to be tested .................................................................... 28 8.3 Test, for the purposes of acceptance testing. The test cases are organized by the integration cases. Additionally, each, which denotes which SunGuide subsystem is being tested. The integration cases and test case, consists of • A statement describing the test case • The requirements to be tested by the test case
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/releases/8.2/sunguide-sicp-8-2-final.pdf?sfvrsn=1561d53a_17840104.FHWA
. Test C: (DAT and Production Testing) Low-Temperature Low-Voltage Tests. 4. Test D: (DAT and Production Testing) Low- Temperature High-Voltage Tests. 5. Test E: (DAT and Production Testing) High- Temperature High-Voltage Tests. 6. Test F: (DAT and Production Testing) High- Temperature Low-Voltage, : (DAT and Production Testing) Low-Temperature Low-Voltage Tests. 4. Test D: (DAT and Production Testing) Low- Temperature High-Voltage Tests. . 5. Test E: (DAT and Production Testing) High
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/7840104.fhwa.pdf?sfvrsn=2ee6ff30_0D4160000.do
. 416-6 Testing of Anchors or Dowels. Field test installed anchors and dowels for traffic railing, for field testing is not required. Test individual anchors and dowels by proof loading in tension to 85, 10% of the anchors and dowels in each LOT for testing, with a minimum of five tests per LOT, unless, no more test failures occur, or all anchors and dowels within the LOT are tested. Determine failure, Testing Agency to the Engineer for each LOT. 416-6.2 Removal & Replacement of Failed Test Specimens
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4160000.do.pdf?sfvrsn=a7c4f670_0D4160000.do
. 416-6 Testing of Anchors or Dowels. Field test installed anchors and dowels for traffic railing, for field testing is not required. Test individual anchors and dowels by proof loading in tension to 85, 10% of the anchors and dowels in each LOT for testing, with a minimum of five tests per LOT, unless, no more test failures occur, or all anchors and dowels within the LOT are tested. Determine failure, Testing Agency to the Engineer for each LOT. 416-6.2 Removal & Replacement of Failed Test Specimens
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4160000.do59fb2c5bf6f740f39efa90ef87f0caeb.pdf?sfvrsn=cdc176da_00060900.origind
Qualification Program. TestingLaboratories participating in the Department’s Acceptance Program, Department qualification when testing materials that are used on Department projects. In addition, the Department’s qualification prior to beginning testing. The Department may inspect the laboratory, the qualification requirements at all times. Testing without Department’s qualification may result in a rejection of the test results. Continued qualifications are subject to satisfactory results from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/0060900.origind.pdf?sfvrsn=89b1898b_02040000.origind
acceptance testing for combined aggregates. Combine t h e r e c l a i m e d c o n c r e t e a g g, .) is 98% of the maximum density. 204-6.4 Density Tests: Meet the requirements of 200-7.2. 204-6.5 4, water or other dust control materials. 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirementsof200-76. 204-8PrimingandMaintaining. Meettherequirements of 200-8. 204-9 Thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/2040000.origind.pdf?sfvrsn=f229c890_0SunGuide_6.1_Operator_Training_Scenarios
. Testtheactionlistbysettingthereporttorun in3minutesfromnow 4. Setthescheduletorundailyat3:00AM 53 SunGuideOperatorTraining,R6.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/documents/training/operator/sunguide_6-1_operator_training_scenarios.pdf?sfvrsn=e2ab3e6b_11200503-724FHWA
. Perform five Quality Control (QC) tests at random locations within the test section. a. All five QC tests and a Department Verification test must meet the density required by 120-10.2. b. Identify, , failing QC test or when the QC tests cannot be verified, construct a new test section. The 1200503, Density Testing: When a Verification or IV density test fails the acceptance criteria, perform, by the SMO will perform the Resolution testing. The material will be sampled and tested in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/1200503-724fhwa.pdf?sfvrsn=cb5e27ea_14510200.FHWA
sufficient to keep the testing equipment positioned. 15.PerformanceTest:Incremental test loading, minutes; and 2. For performance tests, totalnet movement at the maximum test load cycle (movement, of the unbondedtest stressing length. For proof tests, net movement at the maximum test load (movement, elongation of the test stressing length. TheEngineer will accept a creep tested prestressed soil, length. For proof tests, net movement at the maximum test load (movement between alignment load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/4510200.fhwa.pdf?sfvrsn=507e2fff_0Section92-110118.red
or more tests. The strength test data from the trial batch is required to meet an overthe required, groups totaling 30 or more tests. The strength test data from the trial batch is required to meet, the DMRE at least 48 hours before performing such tests. Perform slump loss testing of the drilled, changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must, ), 334.044(10)(a), and 334.048 Florida Statutes. American Society for Testing and Materials (ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/redline/section92-110118-red.pdf?sfvrsn=e438925d_19160000.impl
test result outside the specification limits will require immediate sampling and testing, be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2, for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, % Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests on Emulsion: Saybolt Furol, minimum 97.5% Test Conditions Asphalt Emulsion Grade AE-150 Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9160000.impl.pdf?sfvrsn=449fef4a_0SS9160000
Control test result outside the specification limits will require immediate sampling and testing, shall be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2, specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test results, and test pre-tested cut-back asphalt from the suppliers storage tank, the Contractor’s transport tank, minimum 97.5% Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9160000.pdf?sfvrsn=3d81eac9_0SS9160000
test result outside the specification limits will require immediate sampling and testing, be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2, for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, % Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests on Emulsion: Saybolt Furol, minimum 97.5% Test Conditions Asphalt Emulsion Grade AE-150 Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9160000.pdf?sfvrsn=fce225b5_0SS9160000
Control Testing shall be available to the supplier within five hours of sampling. A Quality Control test, be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2, for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, % Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests on Emulsion: Saybolt Furol, in Trichloroethylene minimum 97.5% Test Conditions Asphalt Emulsion Grade AE-150 Minimum/Maximum Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss9160000.pdf?sfvrsn=747acb2b_0